Iterative Method for Solving Nonlinear Inverse Problems of Structural Element Shaping

DOI

10.2991/cisia-15.2015.240How to use a DOI?

Keywords

inverse problems forming; variation inequalities; plasticity; creep; iterative methods; convergence conditions; a method of finite elements

Abstract

In the given work the generalized variation formulation quasi-static problems plastic forming details taking into account creep deformations is resulted. For the considered formulation theorems of uniqueness, stability and the convergence of an iterative method proved for inverse problems forming are true. An iterative method is proposed for solving nonlinear inverse problems of shaping structural elements. The method is implemented using a software package based on finite element analysis. Numerical results of problems forming are resulted.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - K. S Bormotin
AU  - S. V Belykh
PY  - 2015/06
DA  - 2015/06
TI  - Iterative Method for Solving Nonlinear Inverse Problems of Structural Element Shaping
BT  - Proceedings of the International Conference on Computer Information Systems and Industrial Applications
PB  - Atlantis Press
SP  - 894
EP  - 896
SN  - 2352-538X
UR  - https://doi.org/10.2991/cisia-15.2015.240
DO  - 10.2991/cisia-15.2015.240
ID  - Bormotin2015/06
ER  -